Thermal flexural analysis of anti-symmetric cross-ply laminated plates using a four variable refined theory

被引:100
作者
Belbachir, Nasrine [1 ]
Bourada, Mohamed [1 ]
Draiche, Kada [1 ,2 ]
Tounsi, Abdelouahed [1 ,3 ]
Bourada, Fouad [1 ,4 ]
Bousahla, Abdelmoumen Anis [5 ,6 ]
Mahmoud, S. R. [7 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[2] Univ Ibn Khaldoun Tiaret, Dept Genie Civil, BP 78 Zaaroura, Tiaret 1400, Algeria
[3] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
[4] Ctr Univ Tissemsilt, Dept Sci & Technol, BP 38004, Ben Hamouda, Algeria
[5] Univ Djillali Liabes Sidi Bel Abbes, Lab Modelisat & Simulat Multiechelle, Sidi Bel Abbes, Algeria
[6] Ctr Univ Relizane, Relizane, Algeria
[7] King Abdulaziz Univ, Jeddah Community Coll, GRC Dept, Jeddah, Saudi Arabia
关键词
refined plate theory; flexural analysis; nonlinear thermal loading; cross-ply laminated plates; SHEAR DEFORMATION-THEORY; FREE-VIBRATION ANALYSIS; HIGHER-ORDER SHEAR; GRADED SANDWICH PLATES; VISCOELASTIC CYLINDRICAL-SHELL; THERMOELASTIC BENDING ANALYSIS; WAVE-PROPAGATION ANALYSIS; BUCKLING ANALYSIS; STATIC ANALYSIS; THERMOMECHANICAL ANALYSIS;
D O I
10.12989/sss.2020.25.4.409
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article deals with the flexural analysis of anti-symmetric cross-ply laminated plates under nonlinear thermal loading using a refined plate theory with four variables. In this theory, the undetermined integral terms are used and the number of variables is reduced to four, instead of five or more in other higher-order theories. The boundary conditions on the top and the bottom surfaces of the plate are satisfied; hence the use of the transverse shear correction factors is avoided. The principle of virtual work is used to obtain governing equations and boundary conditions. Navier solution for simply supported plates is used to derive analytical solutions. For the validation of the present theory, numerical results for displacements and stresses are compared with those of classical, first-order, higher-order and trigonometric shear theories reported in the literature.
引用
收藏
页码:409 / 422
页数:14
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